Summary for Test 2019-03-05-10-4
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/05/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/05/2019 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 1/2" x No.4 Crushed Granite |
| The quantity of what the sample constitutes | Annual production | From where was the sample collected | Source |
| First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Greg Wilkinson |
| Title of sampler | Lab Manager | Telephone number of sampler | (831) 359-4935 |
| Laboratory sample identification | 454301553 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AR Wilson Quarry | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-35-0012::A.R. WILSON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Production conveyor belt after wash |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-05-10
DIME Test ID: 2019-03-05-10-4
Testing Lab: Graniterock
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-04-01
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Greg Wilkinson
Date of test: 04/01/2019
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.0 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 4.1 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 6.9 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 4.4 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0.0 %
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0.0 %
Percentage Loss of material retained on 3/4 in. through #4 sieve: 15.4 %
Weighted Average Percent Loss of Coarse Aggregate: 5.1 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters): Tested by Kleinfelder
Test was verified on 4/1/2019 ✔